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- W1568240081 abstract "The concrete-filled column is calculated using the simplified method of design in two ways. The first method is based on the application of European buckling curves, and the second is based on second-order analysis, taking into account the imperfections. The purpose of this chapter is to compare the two methods, which are based on a simplified procedure verification of the composite column. According to EN 1994-1-1 both methods are permitted, and it is considered to be equivalent. However, according to clause 6.7.3.5(1), EN 1994-1-1, the resistance of a member subjected to axial compression can be verified primarily according to the second-order analysis taking into account the imperfections. Alternatively, the verification of the member is allowed using the European buckling curves. In order to determine the resistance of the composite cross-section to combined compression and uniaxial bending, it is necessary to produce an axial load – bending moment (N–M) interaction curve." @default.
- W1568240081 created "2016-06-24" @default.
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- W1568240081 date "2014-12-08" @default.
- W1568240081 modified "2023-09-25" @default.
- W1568240081 title "Composite Column with Concrete-Filled Circular Hollow Section Subject to Axial Compression, Verified using European Buckling Curves and using Second-Order Analysis Taking into Account Member Imperfections" @default.
- W1568240081 doi "https://doi.org/10.1002/9783433604908.ch13" @default.
- W1568240081 hasPublicationYear "2014" @default.
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